Newsletter and Technical Publications
<International Source Book On Environmentally Sound Technologies
for Wastewater and Stormwater Management>
8.3 Treatment (Topic c)
The Pacific has been described as a "junk yard" of water sector technologies
with failed systems spread throughout the Region. Developed country technologies
have been superimposed on the Region with less then successful results mainly
due to the lack of sustainable resources for on going operation and maintenance.
A SOPAC organised Regional workshop on Appropriate and Affordable Sanitation
for Small Islands was held in Kiribati in 1996. It became clear from the
workshop that sanitation involves more than just physical structures for excreta
disposal. Health and hygiene education is also regarded as important aspects
for any proposed sanitation project. Also community involvement and participation
is most important to have a successful project. The production of the SOPAC
publication Guidelines for Selection and Development for Small Islands
(see reference 3) was a result of the Kiribati workshop.
SOPAC has also produced guidelines on Small Scale Wastewater Treatment
Plant (see reference 8) that focuses on SIDS.
These are further discussed in Section 8.3.1 below.
Previous American influenced countries in the Region (American Samoa,
FSM, Guam, Mariana Islands, Marshall Islands and Palau) have some sort of
wastewater reticulation system and primary to secondary treatment for their
main urban centres. However the
standard of effluent produced ranges from raw sewage from Marshall Islands to
good quality from Guam and American Samoa.
All these countries discharge their wastewater into coastal areas.
Apart from the major
urban centres in Fiji, PNG, Kiribati, New Caledonia and the Solomon Islands,
plus the above mentioned American influenced countries, the balance of the
Regions communities use septic tanks, various types of latrines and over water
latrines. Composting toilets have been
introduced and trialed in some SIDS including Kiribati, FSM, Fiji and Samoa.
(See Case study 2) The bush, beach and
the sea are still used for defecation in many places, (Figure 8.1)
Open Defecation
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Where there are no latrines people
resort to defecation in the open. This may be indiscriminate or in
special places for defecation generally accepted by the community,
such as defecation fields, rubbish and manure heaps, or under trees. Open
defecation encourages flies which spread faeces-related diseases. In moist
ground the larvae of intestinal worms develop, and faeces and larvae may be
carried by people and animals. Surface water run-off from places where people
have defecated results in water pollution. In view of the health hazards
created and the degradation of the environment, open defecation should not be
tolerated in villages and other builtup areas. There are better options available
that confine excreta in such a way that the cycle of reinfection from excreta-related
diseases is broken.
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Figure 8.1: Open Defecation
In the Greenpeace Pacific publication, Sewage
Pollution in the Pacific and How to Prevent It,1996 (see references) they
state that human excreta is a resource that should be recovered and reused,
rather than disposed of into the marine environment. They also state that
limited water resources should not be used to convey wastes. They support
non-water-carried ecologically engineered treatment systems that use natural
processes to convert excrement into usable fertiliser and soil conditioner. Where
it is not practical to convert existing conventional treatment systems,
Greenpeace recommends that industrial waste and disinfection by chlorination be
prohibited in domestic wastewater systems.
Greepeace recommends that the following criteria be used in the selection of
technologies for managing human and domestic wastes:
- Achieve zero discharge
- Recover excreta as a resource
- Avoid the use of water
- Prohibit industrial wastes and disinfection with chlorine
In addition
significant reductions in pollution discharges from existing conventional
treatment systems are recommended by:
- Water conservation
- Use of sludge generated by treatment plants
- Wastewater reuse
- Supplementary treatment using ecologically engineered technologies
Waterless composting toilets meet all Greenpeace criteria. They are being trailed and
used in parts of Kiribati, the Federates States of Micronesia, and Fiji
indicating good potential. Composting toilets are best suited for individual
households, but are considered to have limited applications in urban
conditions.
8.3.1 Small-scale and community technologies
Septic tanks and various types of latrines are exclusively used in the
Cook Islands, Niue, Tokelau, Tonga, Tuvalu, Vanuatu and Samoa but are used
throughout the Region as well. These
methods are mainly for individual family and household use.
Some communities (in PNG and Kosrae) use
large septic tanks along with some schools and hospitals for wastewater
treatment and disposal. Appendix 2
shows various types sanitation systems plus constraints and advantages used in
the Region.
UNESCO/SOPAC trials were carried in Tonga to assess what the safe distance
between shallow wells and household "toilet" discharges. The study
found that most wells used for the study were already polluted. The results
were inconclusive suggesting that the minimum distance should be as far apart
as possible.
In Yap (FSM) an Imhoff tank is use to treat wastewater.
The utility reports that there is a big
demand for the dried sludge taken from the Imhoff tank.
Section 8.5.2 discusses land base wastewater disposal in more detail.
Oxidation ponds only appear to be used in Fiji, PNG and Kosrae.
Pond treatment methods generally do suit
atoll conditions where land is very limited and ground conditions very
permeable results in expansive implementation.
There are still circumstances where individual on-site treatment and/or conventional
sewage treatment systems may not offer the best solution to deal with shallow
groundwater and coastal water pollution problems. Thus guidelines have been
developed by SOPAC to use Small Scale Wastewater Treatment Plant (SSWTP)
technologies that may be applied where:
- Conventional sewage treatment systems are too expensive.
- Environmental conditions require a higher quality effluent.
- Conventional on-site treatment may have a low community acceptance.
- Low technology solutions, such as the
composting toilets, may be inappropriate.
The guidelines give technical criteria for the selection of appropriate wastewater
treatment technologies, suggesting a rating scheme to assist in making a choice.
For each of the six criteria, there are rating choices of low, moderate and
high or a simple yes, no. The procedure is to work through the criteria, rating
each, based on the particular circumstances facing the community or group of
households. The assessed criteria ratings are then compared to a list of sound
technologies that have been evaluated on the same criteria. The likely suitable
technologies quickly become apparent. As an example under the criteria of "Electrical
Requirement" if no electricity is available the rating given will be no,
and then technologies requiring electrical equipment drop out. The various criteria
and ratings follows:
- Effluent Quality:
Where health and environmental risks are a major concern, then a
better effluent quality may be required. However if the under lying groundwater
for example is not considered as a useable resource, then the discharge quality
may not need to be of high quality.
- Water Supply: (Yes or No)
Most SSWTP would require a reliable water supply to convey waste to
the treatment plant and to the discharge point.
If water were not available then technologies selections would be
fewer. In some cases seawater may be
used if freshwater is limited.
- Land Space: (Low, Moderate or High)
In many SIDS, land is in customary ownership and land use is a very
sensitive issue. Some treatment processes require large areas which often is
not readily available.
- Maintenance and Operation: (Low, Moderate or High)
All treatment systems require some degree of maintenance to keep
them operating satisfactorily. Many treatment processes require high levels of
trained personnel and good supply of spare parts. This is not available in most
island applications.
- Cost: (Low, Moderate or High)
Affordability is often a constraint to providing adequate waste
disposal within the Pacific Region. However governments and/or external donors
fund many waste disposal schemes. In these cases the users need to be able to
pay for the operation and maintenance of the system.
- Electrical Requirement: (Yes or No)
If no electrical power is available then selection is again limited. Without
power this virtually eliminates the use of any pumping to convey, treat and
dispose of wastewater. In some cases, low tech turbine or "water ram"
driven pumping systems can still be used.
The following technology rating list should be
use as a guide to selecting a suitable technology:
| Technology |
Criteria |
Process Types
|
Effluent
Quality
|
Water
|
Land
|
O & M
|
Cost
|
Electricity
|
| Primary Treatment |
Composting
Toilets |
Composting Toilets, Enviroloo, Soltrann
II |
Low |
No |
Low |
Low |
Low |
No |
Composting
Toilets |
Composting Toilets, Nature-Loo, Rota-Loo,
Biolet |
Low |
No |
Low |
Low |
Low |
Yes |
Septic Tank
Usage |
Septic Tank to disposal field |
Low |
Yes |
Low |
Low |
Low |
No |
| |
Septic Tank with up-flow filter |
Moderate |
Yes |
Low |
Low |
Moderate |
No |
| |
Imhoff Tanks |
Low |
Yes |
Low |
Low |
Low |
No |
| Septic Tanks |
Baffled Septic Tanks |
Moderate |
Yes |
Low |
Moderate |
Low |
No |
Ponds/Lagoons/
Tanks |
Small Anaerobic Ponds treating domestic
wastewater |
Low |
Yes |
Moderate |
Low |
Moderate |
No |
| |
High loaded Anaerobic Ponds with
long HRT |
Moderate |
Yes |
Moderate |
Low |
Moderate |
No |
| |
Low loaded Anaerobic Ponds with short
HRT |
Low |
Yes |
Moderate |
Low |
Moderate |
No |
| |
Low loaded Anaerobic Ponds with long
HRT |
High |
Yes |
Moderate |
Low |
Moderate |
No |
| |
Low loaded Sedimentation Tanks with
short HRT |
Low |
Yes |
Moderate |
Low |
Moderate |
No |
| |
Low loaded Sedimentation Tanks with
long HRT |
High |
Yes |
Moderate |
Low |
Moderate |
No |
| Secondary
Treatment |
| Land Treatment |
Slow Rate Process |
Moderate |
Yes |
High |
Low |
Moderate |
No |
| |
Overland Flow Process |
Moderate |
Yes |
High |
Low |
Moderate |
No |
| |
Rapid Infiltration Treatment Process |
High |
Yes |
High |
Low |
Moderate |
No |
| Ponds/Beds |
Reed Bed System (SSF)
Subsurface Flow Wetlands/Root Zone TP/Horizontal Gravel Filter |
High |
Yes |
Moderate |
Moderate |
Moderate |
No |
| |
Aerobic Stabilisation Ponds/ Oxidation
Ponds/Algal Ponds |
High |
Yes |
High |
Low |
Moderate |
No |
| Filters |
Anaerobic Filters |
Moderate |
Yes |
Low |
High |
High |
Yes |
| |
Trickling Filters/Percolating Filter |
High |
Yes |
Moderate |
Moderate |
High |
Yes |
Activated
Sludge |
Activated Sludge Treatment |
High |
Yes |
Low |
High |
High |
Yes |
| Tertiary Treatment |
| Hybrid Systems |
Hybrid Toilet Systems (T\HTS) |
High |
No |
Low |
Moderate |
Moderate |
Yes |
Package Plant
Types |
N-DN Biofilter Treatment Plants |
High |
Yes |
Low |
High |
High |
Yes |
Package Plant
Types |
Enviroflow Biofilter Treatment Plant
Systems |
High |
Yes |
Low |
High |
High |
Yes |
Package Plant
Types |
Cromaglass Unit |
High |
Yes |
Low |
High |
High |
Yes |
Package Plant
Types |
Intermittent Decanted Extended Aeration
System (IDEA) |
High |
Yes |
Low |
High |
High |
Yes |
| |
Tertiary Lagoons |
High |
Yes |
High |
Low |
Moderate |
No |
| |
BanksEClarifiers |
High |
Yes |
High |
Low |
Moderate |
No |
| |
Grass Plots / Wetlands |
High |
Yes |
High |
Low |
Moderate |
No |
| Source: SOPAC (1999)
Small Scale Wastewater Treatment Plant Project Report on Criteria, Guidelines
and Technology by Bower and Scholzel. |
Note that the "package plants" above are considered tertiary if they
are used as a polishing process of treated effluent.
The table ratings were done from the available information. It can be seen from
the different ratings that each technology has its strong and weak points and
therefore an effective combination of these treatment technologies together
would maximise the meeting of the criteria.
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